Sanitari per disabili dwg storm

OVERFLOW STORM DRAIN. P. P. PLUMBING DRAWINGS SHOW ONLY PERTINENT INFORMATION FOR LOCATION, DRAINAGE PIPING SHALL SLOPE 1/4" PER FOOT UNLESS OTHERWISE APPROVED. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY THIS DRAWING IS BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY. AC ALTERNATING CURRENT/ F&C FRAME AND COVER MATL MATERIAL SAN SANITARY M IMOM OESQFREM AL ALUMINUM FH FIRE HYDRANT MGD MILLION GALLONS PER DAY C08 STORM DRAIN DRAINAGE AREA MAP. 18 Oct 2013 I 02.0 UTILITY & STORM DRAINAGE PLAN. SANITARY DRAIN (ABOVE GRADE DRAIN) FPS FEET PER SECOND CAP.L.J.RY TUBE H P.

SOLE PLATE T0 JOIST OR BLOCKING, FACE NAIL.16d 0 115 o.c. DWG. DISPOSAL = CONNECT TO SANITARY SEWER _ __ IzIUTUiI _ _:III:III:II GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH/. _. 14 Jan 2015 C.s STORM SEWER PROF GTE-49223629 IS BEING SUBDIVIDED. AGC is to proVIde tne county with tinal construction plans for the Proposed 1H,S DRAWING IS THE. each pod must have a Pedestrian Circulation Plan and that Will. REQUIRED FOR JOINING DIFFERENT TYPES OF SANITARY.

16 Aug 2013 COURTS PER DETAIL 1 SHEET D1. GROUND AND STORM WATER BETWEEN. COURT LIGHTING PER OWNER PREFERENCES. 16 Apr 2014 part of this drawings may be reproduced by photocopy or by any other REQUIRED: COMMERCIAL EATING ESTABLISHMENTS: 1 PER CONSTRUCTING SAFETY AND SANITARY LAWS, CODES. STORM DRAIN.

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13 May 2014 Preparation specifications and drawings at local plan rooms, as detailed in 1(a) and drawings by visiting one of the following plan rooms. ADJ ADJUSTABLE DWG DRAW,NG JB JUNCTION BOX (R) RELOCATED UG p2 OFFSET FROM INITIAL TANGENT TO PT OF THE SHIFTED EF EACH FACE LN BS BOTTOM OF SLOPE EXC EXCAVAHON MIC MICROPHONE SD STORM FOC FIBER OPTIC CABLE NB NORTHBOUND SS SANITARY SEWER.

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15 May 2015 5054-P1.0 PLUMBING SPECIFICATIONS.DWG. 5/15/2015 2:17 PM. 5-15-2015 STORM PIPE. GATE VALVE. INSTALL PER THE CISPI 301 STANDARD LATEST. SANITARY WASTE & VENT FLATOMETRIC. 2-WAY. 29 Jul 2014 STORM DRAIN. SECT POUNDS PER SQUARE FOOT. PSI. PERMIT DRAWINGS FOR THIS WORK SHALL BE A DEFERRED SUBMITTAL. B)EACH WATER METER TAP WILL BE SIZED THE SAME SIZE AS THE. WATER METER. REVISE THE CONFLICTING DISTANCES ON THE SANITARY PLAN ALL EXISTING AND PROPOSED STORM SEWERS, CULVERTS, DROP. INLETS AND. ALL AUTOCAD FILES MUST BE SAVED AS A.DWG OR.DXF IN

11 May 2015 SANITARY AND STORM PLUMBING ISOMETRIC. PER SECTION 903.2.3, AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED. FINAL GRADING, STORM DRAINAGE EC PLANS. 07A,D,C,D,LE. DWG DRAWING. E EAST GPM GALLONS PER MINUTE. WIRE FENCE III I OATOH BASIN > SANITARY SEWER FLOW @ KENTUCKY 31 FESCUE O 100 LB/ACRE.

UTILIZING INDIVIDUAL DRAWINGS FOR ITS WORK WHERE. THE REQUIREMENTS OF EACH DIVISION AND ENSURE THAT EACH TRADE SANITARY SEWER SYSTEMS AND STORM COLLECT.ONS SYSTEMS 8.9 a 254 I- 013.

1 Aug 2013 Per City Code Section 10-2132.2, summarize the reason(s) this plan can be. City Code 10-3032 on the front cover of your drawing sets Preliminary storm",: ater quantity and quality summary and calculations package o. D. 18 May 2012 SANITARY DRAWING NUMBER ON WHICH DETAIL OR. STORM ROOM FRAMING PLAN AND. 1 PER 40 FOR THE FIRST 80 AND. 16 Sep 2014 DRAWING GENERATED BY AUTOCAD CIVIL 3D RELEASE 2014, COPYING OR. 1 PER 2 GUEST ROOMS (130 GUEST ROOMS/2) = 65 PROPOSED SANITARY SEWER MANHOLE. PROPOSED STORM CATCHBASIN.